Question 2: For the reinforced concrete structural plan shown in figure, it is required to: > Calculate the design working and ultimate loads for the marked beams B1, B2 and B3. > Design the beam B1. Assume that: Live loads; LL = 2 kN/m², Thickness of the slab=D0.12 m, flooring cover = 2 kN/m?. f'. = 21 MPa, f, = 420 MPa. B2 2 5 2.50 00 00' B1 B3 3.50

Question 2: For the reinforced concrete structural plan shown in figure, it is required to: > Calculate the design working and ultimate loads for the marked beams B1, B2 and B3. > Design the beam B1. Assume that: Live loads; LL = 2 kN/m², Thickness of the slab=D0.12 m, flooring cover = 2 kN/m?. f'. = 21 MPa, f, = 420 MPa. B2 2 5 2.50 00 00' B1 B3 3.50

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Reinforce Concrete Design The beam section shown in the Figure 3 will carry the same loading…

A: Given values: Pu = 175 KN f' c = 30 MPa fy = 345 MPa b = 305 mm d = 510 mm Steel reinforcement: 5-25…

Q: A cantilever beam as shown below has a rectangular cross section of b=200mm, d=390mm, span=2.4m with…

A: Given:- b=200mmd=390 mmspan = 2.4mNo of bars = 2diameter of bars =22mmdead load = 12kN/mLive load =…

Q: SITUATION A: AT beam has a property shown below. fy = 420 MPa, f'c = 35 MPa %3D %3D and Es =200,000…

Q: Given the following properties of a rectangular concrete beam: b = 300mm, d = 425mm, f'c = 28 MPa,…

Q: PROBLEM 1: The continuous floor beam ABCD is shown in the figure. It has a 100 mm slab thickness and…

A: Given, Slab thickness=100 mm Live load=3.6 kPa L=8 m S=2.8 m Superimposed load =2.6 kPa Concrete…

Q: A square footing 2.3 m x 0.35 m thick supports a 300 mm square column at its center. Column loads…

A: Given data: DL = 344 kN LL = 251 kN f’c = 21 MPa fy = 415 MPa

Q: A reinforced concrete beam that has a width of 280 mm and an effective depth of 520 mm. It is…

A: The given values are shown below,Width =280mmEffective depth =520mmf;c=21MPafs=128MPan=9To find…

Q: Determine the nominal bending strength of the beam section shown in the figure below. The overall…

A: fc = 49 MPa fy = 420MPa h(D) = 700mm d = 700 -80 = 620mm b = 200mm

Q: Example 1 Determine the cross section dimensions (bxd) of concrete and area of steel (As) required…

A: Simply supported beam: The simply supported beam is potentially the most basic structure. Which has…

Q: Question 5 A square footing 2 m x 0.36 m thick supports a 300 mm square column at its center. Column…

Q: A beam, which is rectangular, has a base of 250 mm, and d = 575 mm. The beam is singly reinforced,…

A: Using limit state method Strain in concrete 0.003 Strain in steel 0.005 Depth 575 mm Width 250mm…

Q: h of the beam section in kN.m. For the beam to sustain a factored moment of 160 kN.m, what will be…

Q: Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L…

A: hf = 125 mmfy = 414 MPad = 660 mmfc = 35 MPab = 350 mmh = 725 mmcc = 40 mmZ = 2.3munit weight of…

Q: Determine the maximum live load that can be applied on one way slab shown in Fig. (1). The slab is…

A: One way slab Because of its geometry, the one-way slab is a slab that is supported by parallel walls…

Q: 2.A timber block 250 mm square is reinforced on each side by a steel plate 250 mm wide and t mm…

Q: Q1: For the flooring slab system shown in Fig (1), compute positive and negative reinforcement for…

Q: Effective depth, d = 300 mm Web width, b = 250 mm Materials: Concrete, fc' = 24 MPa Steel bar, f,…

A: t = 175 mmd = 300 mmbw = 250 mmfc = 24 MPafy = 415 MPab = 600 mm

Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50Omm,…

Q: Design a section of a concrete beam reinforced for tension only. The beam is simply supported on a…

A: Given data, clear cover= 40mm clear spacing=25 (minimum) minimum bar size=16 mm n=9 f'c=20.70 MPa…

Q: 11.) A simply supported 11-m span beam, 300-mm wide by 530-mm deep, is pre-stressed by straight…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: TITLE: ANALYSIS OF Reinforced Concrete Beams (SERVICEABILITY REQUIREMENTS). PROBLEM: Check the…

Q: Example: Determine the following for the given beam section: fc' = 21 Mpa, fy = 420 MPa 1. Depth of…

A: At Ultimate stage; T = C Fy × As = 0.85 × f'c × B × a So , a = As fy0.85 fc B Where ; As = 5 × π4…

Q: Problem 4.39 Design the one-way slab shown in the accompanying figure to support a live load of 10…

A: A singly reinforced beam is a beam which is reinforced only in tension zone . The compression zone…

Q: For the floor system shown in Figure below, support service live load 4KN / (m ^ 2) and service dead…

Q: Q3. Figure Q3 shows a continuous slab for a hall with dimension of 16 mx 10 m. The slab has a…

Q: Given the properties of a reinforced concrete beam with section below: • Unit weight of concrete 24…

A: Given, Unit weight of concrete =24 kN/m3 Concrete compressive strength fck=34.5 MPa Steel yield…

Q: PROBLEM 1. Calculate the uniform live load capacity of the reinforced concrete beam in Figure 1 if…

A: Given, f'c=20 MPa=3002.281 psify=276 MPa=40030.4 psi DL=680 N/m B=250 mm=9.84 inch. d=460 mm=18.11…

Q: Example 2.14: Design rectangular section for the beams, loads, and p values shown. Beam weights is…

A: It is required to determine the ultimate dead load. Wu=1.2wD+Self weight of beam Assume the self…

Q: Determine the design ultimate moment of resistance of the following beam : Prestressing tendons f =…

Q: Use transformed area method. Determine a. Steel flexural stress (fs) b. Concrete flexural stress…

A: Given Data Modular ratio (n) = 9 Determine a. Steel flexural stress (fs). b. Concrete flexural…

Q: Problem 1: A singly reinforced rectangular beam has a dimension b = 310mm and d = 410 mm. Factored…

Q: From the given floor plan, the following data are given: D = 4.5 kPa (Weight of slab included) L =…

A: Given: DL = 4.5 kN/m2 LL = 3 kN/m2 Beam size = 300 x 400 mm slab thickness = 100 mm slab…

Q: !! Show Complete & Detailed Solution w/ FBD !! The concrete post in the figure, is reinforced…

A: Given data in question Load Cross sectional area Modulus of Elasticity To find out Axial force…

Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50mm,…

Concept explainers

Floor Plan Details

Floor plans are the scale drawings that show the interplay of rooms, spaces, and physical objects. They are an integral part of the house plan. They let you see how people will move around the room. Floor plans determine the suitability of space for its intended use, work through any potential issues, and redesign before moving on to more comprehensive planning or constructing phases. It shows the different alternatives and perspectives related to the location and dimension of rooms, windows, doors, kitchen and all other things as per the requirement by the user. Many consultants give their own floor plans as reference to the clients for a better idea and to develop good floor plans.

Question

100%

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step 8

Step by step

Solved in 8 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

hello please answer the question write in the image thanks
I need the answer immediately, please.
Problem 1: A singly reinforced rectangular beam has a dimension b = 310mm and d = 410 mm. Factored moment is equal to 300 kN-m, Concrete compressive strength is 24 MPa, Steel yield strength is 276 MPa and the reduction factor is 0.9. Determine the required steel area in mm². Problem 2: A concrete one-way slab has a total thickness of 120 mm. The slab will be reinforced with 10 mm diameter reinforcing steel bars with fy = 276 MPa. Concrete Strength f’c= 21 MPa. Determine the required spacing of 10 mm RSB if the total factored moment acting on 1-meter width of slab is 25 kN-m. Clear cover is 25mm. Reduction factor is 0.9.
I need to solve this question in concrete
Problem 2: A reinforced concrete beam has a width of 300 mm and a total depth of 550 mm. Effective cover to centroid of tension bars is 60mm. Compressive reinforcement (if required) will be placed at d’ = 60mm. f’c = 21 MPa and fy = 415 MPa. The Follow 2010/2015 NSCP provision and use ? = 0.90 for flexure. a.) Determine the required area of steel reinforcement, As, if the beam carries a factored moment of 79 kN-m. b.) Determine the required area of steel reinforcement, As, if the beam carries a factored moment of 193 kN-m. c.) Determine the required area of steel reinforcement, As, if the beam carries a factored moment of 402 kN-m.
Subject: Reinforced Concrete Design IS 456 A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 - 28mm dia in two rows, compression reinforcement consists of 2 – 22mm dia, fc' = 27.6MPa, fy = 414.7MPa, d' = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m If the beam is simply supported carrying a uniformly distributed dead load of 10kN/m, a uniformly distributed live load of 5kN/m, the safe concentrated live load that it could carry acting at the midspan is ______kN.
A rectangular beam of 230 mm width and effective depth mm diameter. The grade of concrete is M 20, grade of steel is Fe 500. Given that for M20 grade of concrete, the ultimate shear strength = 450 mm, is reinforced with 4 bars of 12 Tue = 0.36 N/mm2 for steel percentage of p D 0.25, and = 0.48 N/mm2 for steel percentage Tuc %3D p = 0.5. For a factored shear force of 45 kN, the diameter (mm) of Fe500 steel 2 legged stirrups to be used at spacing of 375 mm should be
USE NSCP 2010 A reinforced rectangular concrete beam has a width of 250 mm and aneffective depth of 360 mm. It is reinforced for tension only at the bottomwith a total tension steel area of 600 mm². fc’ = 40 MPa, fy = 400 MPa. a. Determine the tension reinforcement index for this beam.b. Determine the distance of the neutral axis below the compressionsurface. c. Determine the ultimate flexural strength of the beam.
RCC.
A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 – 28mm dia in two rows, compression reinforcement consists of 2 – 22mm dia, fc’ = 27.6MPa, fy = 414.7MPa, d’ = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m The ultimate moment capacity of the beam is _____kN.m.
A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 – 28mm dia in two rows, compression reinforcement consists of 2 – 22mm dia, fc’ = 27.6MPa, fy = 414.7MPa, d’ = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m If the beam is simply supported carrying a uniformly distributed dead load of 20kN/m, concentrated live loads of 30kN acting at third points, the additional uniformly distributed live load that it could carry is _____kN/m.
thanks for all